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HomeMy WebLinkAbout1070 STANDARD DRAVANGS GENERAL NOTES CITY OF RANCHO CUCAMONGA 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WiTH THESE PLANS, THE QTY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION. 509 JUNCTION STRUCTURE 08' THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 510 MANHOLE 'A' MASTER PLAN STORM DRAIN 2• .ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 311 MANHOLE 'B' POLES, DETERS, VALVES, FIRE HYDRANTS, ETC., WHETHER SHOWN OR NOT ON THESE PLANS, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS VMERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, 312 CONCRETE RINGS, REDUCER AND PIPE FOR MANHOLE SHAFT. MANHOLE BEDDING (CASE 1) RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THECiTY OF RANCO CUCAMONGA. 513 PIPE BEDDING (CASE 1) 3. ANY WITRACTOR PERFORMING WORK ON THiS PROJECT SHALL FAMiLIARIZE HIMSELF WITH THE SITE AND MALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIREC7_Y 316 ROUNDED PIPE ENDS IN DRAINAGE STRUCTURES. FROM HIS OPERATIONS, WHETHER OR NOT SUCH FA.CIIJTES ARE SHOWN ON THESE P'JANS. ALL STRUCTURES DAMAGED DURING CONSTRUC70N SHALL BE CORPS OF ENGINEERS LINEIMMEDIATELY REPAIRED TO THE SATSFACTON OF THE ENGINEER AND 'ORCORPS OF ENGINEERS _ OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAiAONGA A-22 JUNCTION STRUCTURE 'C` CASE h ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHF1'ENT OR CONSTRUCTION' WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-�'AY. LA.C.F.C.D. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKIPLL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTDI REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY 2-D96 STANDARD DROP STEP ENGINIIEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND 'OR SURFACING. 2-DI71 REINFORCING STEEL 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB GRADES SHALL BE PREPARED BY REMOVING 2-173.3 PiPE SUPPORT ACROSS TRENCHES ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 2-D193 JUNCTION STRUCTURE NO. 4 (CASE 3) QUALITY BETTER THAN THE NATIVE MATERIAL 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 2—D213.1-.27 'D' LOAD TABLE FOR RCP CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HiS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITIIMG A 80. ANY ITEM OF *,WORK REQUIRED BY THESE PLANS WHICH IS NOT 2-D466 CRITERIA FOR DESIGN OF SHORING FOR EXCAVATION SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL Bc- 2-D476 PORTABLE SECURITY FENCE FOR OPEN TRENCHES CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCT.ON. UPON REQUEST, THE REQUIRED PL&N REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 9. WORK SITE AND EXTERIOR STREETS SHALL BF IN A NEAT CLEAN, HAZARD FREE AND ORDERLY STATE THROUGHOUT THE CONSTRUC:60N. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ALL STORM DRAIN PIPE BEDDING SHALL BE PER CITY OF RANCO CUCAMONGA STANDARD DRAWING 513, CASE 1. CONSTRUCTION NOTES TENT. TRACT NO. 12873 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. GENERAL TELEPHONE (800) 422-4133 FOR UNDERGROUND SERVICE NO. DESCRIPTIONS QUANTITY CUCAMONGA COUNTY WATER DIST. (714) 987-2591 SHE T 5 9641 SAN BERNARDINO RD. ,. - _ — 1O CONSTRUCT MANHOLE 'A' PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 510. T EA TR. N0. RANCHO CUCAMONGA, CA. 91730 O 'CONSTRUCT MANHOLE 'B' PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 511. 2 EA UNDERGROUND SERVICE ALERT i809) 422-4133 LEMON (SEE SHEET 6 FOR DETAILS) Hu - 11. ALL PIPE LENGTHS ARE THE CONTRACTOR SHALLODEAL PROJECTIONS THE NS (NOT ENGTHE LE IPE. OF O3 REMOVE EXISTING VARIABLE HEIGHT ROCK WALL AND TREES. LUMP SUM SHEET 4 12. ALL PAVING CONSTRUCTION SHALL BE PERFORMED iN ^CCOROANUE iO THESE ---- - PLANS, THE CITY OF RANCID CUCAMONGA STANDARDS. AND THE CALIFORNIA DEPAR1164ENT OF TRANSPORTATION STANDARD SPECIFICATIONS - LATEST LINE 4P EDITION. OCONSTRUCT JUNCTION STRUCTURE 'B' PER CITY OF RANCHO CUCAMONGA STANDARD 1 EA DRAWING 509 WITH 2-4'X 24' DIA. STUB k INSTALL TEMPORARY BRICK & MORTAR PLUG. O CONSTRUCT MANHOLE FRAME AND COVER 12' ABOVE EXiSTTNG GRADE PER CITY OF 9 EA RANCHO CUCAMONGA STANDARD DRAWING 512 FIELD VERIFY EXISTING GRADE) i SHEET__3 O7 CONSTRUCT MANHOLE FRAME AND COVER Y ABOVE EXISTING (MADE PER CITY OF 1 EA — - RANCHO CUCAMONGA STANDARD DRAWING 512 (FIELD VERIFY EXISTING GRADE) � O8 INSTA TEMPORARY SUPPORT ON EXISTING 30' DIA. STEEL PiPE ACROSS TRENCH 3 EA DURING INSTALATiON OF STORM DRAIN PIPE AND INSTALL CONCRETE SADDLE BETWEEN PIPES PER LA.C.F.C.D. STANDARD DRAWING 2-173.3 (CASE 5) t 10 PROTECT EXISTING 30' BUTTERFLY VALVE IN PLACE 1 EA ,� P.MMo a SHEET 2 11 CONSTRUCT JUNCTION STRUCTURE 'C' CASE 11 PER U.S. ARMY CORPS OF ENGINEER 1 EA � --- STANDARD DRAWING. 1© CONSTRUCT 45' DIAMETER RCP STORM DRAIN (D= 1350) 810 LF O 19 TH STREET 13 CONSTRUCT 48' DIAMETER RCP STORM DRAIN (D=1350) BACKFILL PER CALTRANS STANDARD 425 LF A62D, METHOD U OR BETTER. TRACT NO. 11606 14 CONSTRUCT 57' DIAMETER RCP STORM DRAIN (D=1350) 1533 LFO 382 LF ONLY © 15 CONSTRUCT 60' DIAMETER RCI' STORM DRAIN (D=1350) 51-1.07 LF . O PROVIDE 2 In' COVER OVER REINFORCING STEEL IN CULVERT VELOCITIES > 20 FPS TR. N0. 11606-4 16 CONSTRUCT` 39" DIAMETER RCP STUB (D=1350)WITH TEMPORARY BRICK AND MORTAR PLUG +4 LF , 17 CONSTRUCT 3d~ DIAMETER RCP STUB (D=1350) WITH TEMPORARY BRiCK AND MORTAR PLUG 4 L TR. NO. 11606-3 +� Ig CONSTRUCT 33" DIAMETER RCP STUB (D=1350) WITH TEMPORARY BRICK AND MORTAR PLUG ..4 LF CHAN6rE QUANTITIES O�, 6Srft+ lot 12&lfta © 19 CONSTRUCT 27" DIAMETER RCP STUB (D=1350) WITH TEMPORARY BRICK AND MORTAR PLUG 4 LF i EXIST GKADE _ Q CHANGE M#R.Ce 5rU05 D 146 Rc•P. IDcQ �a SA S6 K=m=INT wi= TR.NCL 11606- Q 2® CONSTRUCT 10" DIAMETER RCP STUB (D=1350) WITH TEMPORARY BRICK AND MORTAR PLUG 28 LF '—NATIVE 40II, CITY OF RANCHO CUCAMONGA �� TR. "° 1160-i STORM DRAIN ASSESSMENT DIST. �� b• •0; 'l� SELEGUO 15ACKFILL FRIrE �g, .o u� OF ROCKS W-ATEiC THAN 0 gyp` LINE 4P IO �, •4 I-INGH ANO COMPACTED �\��,0 11Al� 31d1J' TYP. s V TO b5" TITLE SHEET 4Q so BM NO. 92-8 ELEVATION 1478.026 *°p i I E8iZ1 'atd ` N VICINITY & INDEX MAP I !** APPROVED BY R6 G/S7c q fio.v DATE u B G EXE/RES -� I �_ ' /2_3/_89 I . , �,, CITY ENGINEER R.C.E. NO. 23889 AT THE SW COR HIGHLAND tc HAVEN AVENUES. SET BRASS DISK GfCANIlLAR MATERIA(- • � •.,f t�,�+ -� �. ,��_ DESIGN / RECOMMENDED IN TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT � ` -� SOUTH END OF 4 FEET CHAIN LINK FENCE, 44 FEET WEST OF I i y PREPARED 1N THE OFFICE OF CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 1b 1 � � ' FEET SOUTH OF CENTERLINE OF HIGHLAND AVENUE MIN.4' IJ ;v B.J.-B.H. DWIGHT F. FRENCH, INC. 4& jarp ��.��► DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR. CALIFORNIA 91765 TYPICAL TRENCH DETAIL R.S.-S.R. (81 12-53 14) 594-2943 I 7 N.T.S• CHECKED DRAWING NO. R.C.E. 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PROFILE SCALE f 8 2 t•�o LF &0"o kor 26x -10 L1= Goo lkalo � — �Z.D9 LF 57 P HOR IZ - I = 40 D 1 - 4 GFS t� 1350 VERT. - - 4 n .1 +. - i 1 1 ' Za � � :4,� 33 k 1354 _ __ �� r.5 ; - 0+00 1+00 2+00 _ _ 3+00- - 4+00 5+00 6+00 7+Ob 8+00 9+00 10+00 k i s ca FUTURE 27" DIA• RCP d o 01 �t lob 11 ° • -� - �---� ♦ �, oo A ?0 GONGEN7RA?ION POINT SER to a NYOROL06Y STUoY. 0 1G '(116 0'400 r � T. 1432' Ak sc 10 1470) 0 c ?� titW�� ON " \0 i�sslojv J � ���� �\ x '� �N `p• ;� / � ----- - � - _ a .� o s � ® -a ocrTc•ET Fl, 0.5 ,�.! s��. =-i�-e 7 No. 12183 Q iCNA:I� gTATtoAls* GUQvG v�ITA � sem, n �•G�d 6 �N Zd f 24'R•C.P Lx n BG k, ^• ry. 0 CHANGE STt/BS TD /8 R. v SRs�• i �&V�\0 v _ CIY1t �� mOF CA1.�E��� T \ E� T j//��• CITY OF RANCHO CUCAMONGA �� CONSTRUC I ION NOTES STORM DRAIN ASSESSMENT DIST. ® •. • INIDERGROt►ND S�RVIC>t NO. DESCRIPTIONSlqt LINE 4P PLAN & PROFILE 1 1-900-422-, GUIZ pATA k \ lALER O CONSTRUCT MANHOLE 'A' PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 510. sum"'•""" + ' - STA. 0 00 TO 10 + 00. CONSTRUCT JUNCTION STRUCTURE 'B' PER CITY OF RANCHO CUCAMONGA STANDARD ' DRAWING 509 WITH 2-4'X 24' DIA. STUB & INSTALL TEMPORARY BRICK do MORTAR PLUG. BM NO. 92-B ELEVATION 1478.026 APPROVED BY 'QE6'sr'i''4T'�DATE Z ExriREs � �"8� 2L'21 22" I20.O�' 55.20 28. 10' \ O6 CONSTRUCT MANHOLE FRAME AND COVER 12' ABOVE EXISTING GRADE PER CITY OF CITY ENGINEE 12-3 �� R.C.E. NO. 23889 ` RANCHO CUCAMONGA STANDARD DRAWING 512. (FIELD VERIFY EXISTING GRADE) AT THE SW COR HIGHLAND & HAVEN AVENUES. SET MASS DISK Z (QZ� OI D3�' CIO-00' q�.�Z' '54.10' \ 11 CONSTRUCT JUNCTION STRUCTURE 'C' CASE II PER U.S. ARMY CORPS OF ENGINEER IN TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT DESIGN PREPARED IN THE OFFICE OF RECOMMENDED \ SOUTH END OF 4 FEET CHAIN LINK FENCE. 44 FEET WEST OF STANDARD DRAWING. CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 B.J.-B.H. A 0/00/04. DWIGHT F. FRENCH, INC. - 3 �I• 17' 03" 107.0' Z�I .07' 131.60" 14 CONSTRUCT 57' DIAMETER RCP STORM DRAIN FEET SOUTH OF CENTERLINE OF HIGHLAND AVENUE. DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET 0' 40' DIAMOND BAR. CALIFORNIA 1 15 CONSTRUCT 60' DIAMETER RCP STORM DRAIN R.S.—S.R. ( ) 91 -53 714) 594-2943 'L � 7 20 CONSTRUCT 18" DIAMETER RCP STUB WITH TEMPORARY BRICK AND MORTAR PLUG. CHECKED 12183 DRAWING NO. 0— R.C.E. NO. 1070 19 CONSTRUCT 27DIAMETER RCP STUB WITH TEMPORARY BRICK AND MORTAR PLUG. DATE �� FILE NO. • —a 1 K90303a , 1 « (1490 t-744�O j4 Ilk f F, ftsab 15 i t i t 1 t 1 1 / + � GIftWT, i • s' � F�1.1#.1b I i ; I g { I � i f « i F : , � . d SOI! W.yU AGL . . , { ff 1 i 1N , I 1 ftg 1�T i1� , i { 1 f � 1 -1 � 1 I I I O i ! a i 1 { i i t i i t { r ! s 1 i t 1 f t 1 1 t 1+ « J� � 1 1 ! ! ; i t-= I yi « } i - O i 1 i s 1 I 2 1 : i i { i - { i 1 i + 1 t 1 I f I 1 3 TT ! 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J -� AW FNM NT PLAN, — ! / srq CIV1� t I i 1 lE OF ALW44��% �� •� F� o (' � �I- +I �G• _ A17D�D STORKI g1�AIW'T (41'1 sn F_ &r,.co.)�QQ 1-18-°l0 - .- M� pD► �' - - a� n�a -o- SIS �.�fb• Q,pEESSip 2 i�I� M tJHOLtfs t�IJ 9/zo Q k ar.u�Fno �pQ IVY v►yt;D PR�FIbE Sfi4. I >•D 16+00 �� .s� �►Ir �. O a" e �4 ,rt F. FR I R6 tio• io- 8L S 45 0[100 K=45.00 L'35.34 , /� F. C, v� � UO. t SGItI pTIOtJ Di►T 0- Pf cn _ s x d DC 4 d 68 1'125 R 4S� 1153.64 ca - y o ` w � . �� �is.Ui + �� r ILI � .11 2183 �l 12�!191011 o� CONSTRUCTION NOTES I .� 183r I'� �. _ Yt` CITY OF RANCHO C UC AMO NGA NO. DESCRIPTIONS Qf CA1 O :�rG 10 17 CONSTRUCT 301 DIAMETER RCP STUB • 1� CONSTRUCT MANHOLE 'A' PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 510. STORM DRAIN ASSESSMENT DIST. GONCENTRATiON POINT PSR a •NDERGROUIID SERViCt LINE 4P PLAN & PROFILE ��►$p �y HYDROLOGY STUDY. - 19 CONSTRUCT 27'' DIAMETER RCP STUB O3 REMOVE EXISTING VARIABLE HEIGHT ROCK WALL AND TREES. OCONSTRUCT 10 DIAMETER RCP STUB O CONSTRUCT MANHOLE FRAME AND COVER 12" ABOVE EXISTING GRADE PER CITY OF ' -��� w wel,+w I O t 00—To ZZ + OORANCHO CUCAMONGA STANDARD DRAWING 512. (FIELD VERIFY EXISTING GRADE) I;LElq STA. ___-____ O7 CONSTRUCT MANHOLE FRAME AND COVER 2" ABOVE EXISTING GRADE PER CITY OF - APPROVED BY �?EG/.s7��riov DATE pp` / RANCHO CUCAMONGA STANDARD DRAWING 512. (FIELD VERIFY EXISTING GRADE) BM NO. 92-8 ELEVA11ON 1478.026 ExriW-ff - �-' C U K V E DATA G) INSTALL TEMPORARY SUPPORT ON EXISTING 30" DIA. STEEL PiPE ACROSS TRENCH _ CITY ENGINEER 12-31-6,7 R.C.E. NO. 23889 O DURING INSTALATION OF STORM DRAIN PIPE AND INSTALL CONCRETE SADDLE BE / DESIGN RECOMMENDED PIPES PER 4rA.C.F.C.D. STANDARD DrZAYNNG 2-173.3 (CASE 5) AT THE sw COR HIGHL�NO"� HAVEN AVENUES. SET BRASS DISK PREPARED IN THE OFFICE OF IN TOP of WEST CONCRETE WALT'OF DRAINAGE CHANNEL AT B.J.-B.H. DWIGHT F. FRENCH INC. '�►4 a • SOUTH END OF 4 FEET CHAIN LINK FENCE. 44 FEET WEST OF 1 CONSTRUCT 45 DIAMETER RCP STORM DRAIN 1 50 30' 38' 1000.00 148,54 74,401 CENTERLINE SOUTH BOUND 'LANES OF HAVEN AVENUE AND 146 DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET 40' FEt_T SOUTH OF CENTERLINE OF HIGHLAND AVENUE. DIAMOND BAR, CALIFORNIA 91765 13 CONSTRUCT 48 DIAMETER RCP STORM DRAIN BACKFILL PER CALTRANS STANDARD R.S.-S.R. (818) .912-5321 (714) 594-2943 3 7 2 3�°Q`}1 34N 120,001 .44' 41•�� A62D,METHOD a OR BETTER OF 14 CONSTRUCT 57" DIAME'ER RCP STORM DRAIN ' CHECKED DRAWING NO. R.C.E. NO. 12183 `O 70 O PROVIDE 2 Ill` COVER OVER REINFORCING STEEL IN CULVERT HAVING VELOCITIES > 20 FPS DATE �' FILE NO. ' I i 1540 1560 Lu i { t i i , , : # i • ! t 4 - , « i i - 1 . - < i r - . < t . , « , e i , , . _ _. - li _ _ , F � f 1 1 y I i 1 i 1 t 1 � 1 i # i r3� t, ; i i i 2 I 8i + i I i t r N i 1 i _ } # T m # � R W 90 A n S I nKAi # 4 CIL 1 I' ti- t t t 1 } f I � i 1 1 . . t 1 + I i I t j L i 1 1 1 i r r r 1 f I I i i I i I i < i , , I i j I � r i i i ; I 1 I I►Gtl T 1M # i t .c* i , t 1 i I � i , i TO piZOP. F�• 5v1��IGc , � I I� � i + 1 3 j � 71�T 13Y�2 1 i 1 4 i A f I 1 # j ( f I 1 1 i i t I i i f i , , PK,aP. Flu. ;.� : AC* �Utu�c� , SFfiER *ufzl� _ .93 t , AT 4 OF STOW ,DiZ/►Ill j ��n � - i i 1 S 1 I , , r , i , , i a - # _ ; # JI # , �. i - i -♦ I-'"' .i - i 1 I 1 i 1 i i r i ( x 1 I 1 i • i , i , l 490 o f - i � 1 O- P _ N.G. � •� � � b i 3 U6T �ftl5'C M.H. i O � �V�� - (T i Abp`' 1 •�' :8 P IM3 StlR �' � i >� x i •��� _ #iYiD � �1 P; 3s 8 Tbr # f 'tiTOF � 1 - i i , •I • ] • I1 ,j� i .Q G.f.4•'' 3,.o J 40.83'3 . 86 i�1'-- P }c` D 1 _ IS00 t i 1 , I 1 # b - i E ET' -f—= H K 3 , 1°1Z 11.E OP 7 i FO i , • j { \ i 1 I 1 I i Y r rb �o . INVERT OF , PIPE - �U 1 + YtAtu>c�►� �Izdurtn 1A& 1 ' bl� r AT a yTmTn wwn 1� I + I , 5 4 1 i , { � i i I ! E I✓X �lh 1 , 1 4 , 1 V 6. r I i N L. T GD uc. i GOiJS , M t+ ; i r !1� i , , _ + _. 510 coy #53 -- 5 , STD OW& 2-03°f� 4 I 1 E i np i r i I ! { f L - i o 1 fly\\ F f I F s 0• 1 f i b� tl , f i F1 N i 0 4- 1 , ! i I h ti , l� 5�5 _ I -^ 'd 'n • I 1 1 { i j 1 1 •4 : - 5 , d- G f I r 1 t f � i i U � } j -s f 4 xr5 3 E TTr1 + Q` 272 CF5 ,. ;oma ao d 4.Do 0 3 i 3 1 PROFILE SCALES P PROFILE SCALE 2 204.�i Lr- 4.5"#IZC,P 4V.0 RGP �t.�i(0Lf 1024.�ol.P, Sir41 RGP _ ee_ a R.C. - _ . _ D I• D 135D HORIZ I -40 G i HORIZ. - I��_4Qe .e e _ I _ - - - : i RT VERT. I : 14 _ ._ . � . ___. __.- . .._ , - _�._.__ _ . . A2.4Q•--2 32Ao•2�" .. ._ . _ _. . .1 8 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 to ' VEKL-P-15000 fc.c.r 18C�UY3 PROFI FOR SHEET 4 OF T-5EE 1°SELOW LEFT — PER Tem.1-m.no. ►3B90-I CONSTRUCTION NOTES n , 31p tm a0 � �hNl N I No. DESCRIPTIONS MATH i9aWT 1O CONSTRUCT MANHOLE 'A`j PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 510. _ OCONSTRUCT MANHOLE -B' PFR CITY OF RANCHO CUCAMONGA STANDARD DRAWING 511. z 1 r I 10 CONCENTRATION FOINT PER (SEE SHEET 6 FOR DETAIL)® \ W \ R HYORO1,0C7Y STU Z7Y. O REMOVE EXiSfNG VARIABLE HEIGHT ROCK WALL AND TREES. O6 CONSTRUCT MANHOLE FRAME AND COVER 1Y ABOVE EXISTING GRADE PER CITY OF \ , . RANCHO CUCAMONGA STANDARD DRAWING 512. (FIELD VERIFY EXISTING GRADE) O8 INSTALL TEMPORARY SUPPORT ON EXISTING 30' DIA. STEEL PIPE ACROSS TRENCH �. DURING INSTALATION OF STORM DRAIN PIPE AND INSTALL CONCRETE SADDLE BETWEEN , \ PiPES PER L.A.C.F.C.D. STANDARD DRAWING 2-173.3 (CASE 5) 1 \ - / OfESSIpN 10 PROTECT EXISTING 30' BUTTERFLY VALVE IN PLACE l 3 l �� �• ANO 9�F I ISE 07. i�l.Wso TMM04-T 12WIP 1© CONSTRUCT 45' DIAMETER RCP STORM DRAIN. i _ ` '> gHT. I D OP I I r � . 1 s" C')' t � ` � 1P °` c 14 CONSTRUCT 57' DIAMETER RCP STORM DRAIN. Exp. 9- 14 p 30-92 PROVIDE 2 VZ" COVER OVER REINFORCING STEEL IN CULVERT VELOCITIES. - / S C © O O > 20 FPS. lIV1L \� OF C AL%f '� 1® CONSTRUCT 33' DIAMETER RCP STUB j W _ 'Con j N -1 � I � � � � � /�y •� r. F Fy - - ® A00M STORM 12Mtl A�'ii7REASEYI EnG -00 1-i8_w 2 iZEV15E17 l�1ANHOl, 5,20 88 �_zs-88 Q' l No. 12183ADDJ / * Sxr rh/iA Y GU12VL PATA —�- _ — — — �� —_ --- — — M3 — — �_ � _ -.__.� �O I, R� _}_ — ROAD , '�q clv1� Q CITY OF RANCHO CUCAMONGA IT 9�f• PI,�NS RAG 12873P FCA N � ,, N f b w STORM DRAIN ASSESSMENT DIST. 30� NO 03 4 -� '� ` ,` -- I� �� UNDERGO 6•SEIZVIR� LINE 4P PLAN & PROFILE BXlREMOVEDS Z C-,Lf WNE)F THC 40 OF y�G,�2y1 ) \ 4' o� } b 000-444-433Iq LE :4•• 22 + 00 'I'� 30 + 00 3 _ l t N. R W. G. P�1 14 to R11.,M91"$ ST ------- ------- I 1 � / �. \ 2 const Z4."DIA. RX RE4/sreAr o.v ExrlAre-f L(8G } APPROVED BY , DATE '?y BM NO. 92-8 ELEVATION 1478.026 CITY ENGINEER 12-31-61 R.C.E. NO. 23889 0+!'$�l�- E• I DESIGN PREPARED IN THE OFFICE OF RECOMMENDED AT THE SW COR HIGHLAND & HAVEN AVENUES. SET BRASS DiSK =5°f'4?�51" PwGF-r%O I5� IN TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT H..1. H. [WIGHT F. FRENCH SNC. �4� � t� Km4s 00 �`- SOUTH END OF 4 FEET CHAIN LINK FENCE, 44 FEET WEST OF DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 40' L-�4�oRro FEET SOUTH OF-CENTERLINE OF HIGHLAND AVENUE. �'' DIAMOND BAR, CALIFORNIA 91765 1 R.S.-S.R. (818) 91 -5321 714) 594-2943 4 OF 7 —PER•TEf1T TR.1'10. 13890-1 CHECKED 12183 DRAWING NO. R.C.E. N0. 1070 O 70 _ . DATE FILE NO. s r 1570 1574 f 1 ; f i I i 1 1 ! t } I 1 I i I I 1 t f { 1 i 1 i i f i f i : , f -! d r d i 1 # 1 ; 1 } 1 1 , I 1 I } # � 1 { I I i I I I I 1 , , . , r , { i + f .^yJ # 1 I I ; t I I i t I , i ; J i t # ! d � i ►'i � f l } 1 1 1 1 1 S i f } } fi I , ! I { f 1 1 i i i i i t 1 F f ; , ! : , i 1 i 1 ti I 1 ! 1 I 1 i 1 1 ! 1 I I , , 1 + { i ! ; J # It 1 # d � + d t i d { d i J { t iIi1i111!I1 }i1r,{i,i+I+J�I1I;IiIIj;�tiI1 1a v_ R� A a1,,ii}11i A •i;E3 !C �1 EfIIIr V! , 12I—7�P�.T'5•:=�4-.0R �1R /, r�L-Qftri ►f`_�I J..`FYa♦r�f�(—��–�N\z_ T�I�`♦�i 't1 I 3 to4!,,I t� di�ii{'i11ij11I!- - t�d-•-Z-�� t!,�yIi-0 a .-._v.t"I—.•.� v0 � �-- �u - .M ,ce: N.— _ ft-O iAR�i,if1!Itt1I ©O1iiiii;1I1 iI j4 - 1Fitii{i J,i1+rii°,I - -if�i1+i,,iiF{{fI1IIiiI t 15 4- 1 , fit i d i ' S R Il�I1qa}ii,J;l1ttRiMI •O.1jE..{1i1i�Ir}tff!11,IIII! p i ;, i 1 fUT Kf PINJ0eD , , F�GE� l` Ff � -ATB5tD12M15 h_ei'Iri I 1{1}i,1j�1If1 1 i1thi,�1ij}i7fi1 I ;4 i # i I I ! 4,C -ror OF PIP d , 4 . o 0 yd1 -l osoon Iu RTofPIE 4 Ar 1 4+ i c1 11vI� a1EM T t j1i+1iJJtii1i -1it;ijfiitfIi;FI,!1, � PROFILE ROFILE f - - - 11iiii1I SCALE so =C -J{1 rtIIIi A- LaJIIiIiiiiii II I .r E 57a� NOT APART0FTHIS PROJECTtzt.PSTU I 40HORIZ.D=13504,00- 1076FCo 1360 4VERT. - I 30+00 31+00 . 32+00 33+00 34+00 35+00 36+00 ) %\/ - �fto�LEMON AVEN 30"' 3w 30- 30tiV 8"w e"w 8"w Bow e e"w ` F10 coNGtN7RA?EON MINT Mr, STUDY. I CONSTRUCTION NOTES NO. DESCRIPTIONS CONSTRUCT MANHOLE 'A `PER CITY OF RANCHO CUCAMONGA STANDARD DRAWNG 510. dt IMT. 54+62. it IWT� CONSTRUCT MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING 511. (SEE SHEET 6 FOR DETAIL) ,41-14"# W evTUD TO I CONSTRUCT MANHOLE FRAME AND COVER 12" ABOVE EXISTING GRADE PER CITY OF (hl) A-45 a - 11 70 (fip_,4v RANCHO CUCAMONGA STANDARD DRAWING 512. (FIELD VERIFY EXISTING GRADE) )— too 5s-02m ZINFANDEL ST. CONSTRUCT 45" DIAMETER RCP STORM DRAIN CONSTRUCT 57" DIAMETER RCP STORM DRAIN CONSTRUCT 39" DIAMETER RCP STUB wsSMH QROFESS/0 No. 12183 4tA"� 19Cr 6405 '0(W) CITY OF RANCHO CUCAMONGAi*1 24M.+ Zcr STUE TD (L) STORM DRAIN ASSESSMENT DIST. a DfGROWD SRYtC1 LINE 4P PLAN & PROFILE �`w s�� IqL 1.900- STA. -30 + 00--To 33 + 51 . y GU12�L OdTA APPROVED BY RDATE -LfEXP/SEsO T BM NO. 92—B ELEVATION 1478.026 CITY ENGINEER R.C.E. NO. 23889 1 5° *eWZr W 00' &f.77E 34-60E AT THE SW COR HIGHLAND k HAVEN AVENUES. SET BRASS DESK DESIGN PREPARED IN THE OFFICE OF RECOMMENDED IN TOP OF WEST CONCRETE WALL OF DRAINAGE CHANNEL AT B.J.—B.H. WGHT F. FRENCH, INC.INCO4Dir � SOUTH END OF 4 FEET CHAIN 'JNK FENCE, 44 FEET WEST OF DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET 09 1 CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 DIAMOND BAR, CALIFORNIA 9176540FEET SOUTH OF CENTERLINE OF HIGHLAND AVENUE. R.S.-S.R. - 14) 594-2943 5 OF 7 CHECKED DRAWING NO. R.C.E. NO. 12183 /070 14 DA FILE NO. f �. •4 i ,fit y 1 S 71"t 33 rr t GO!�!�TRttG? T'F-M P � 27 !3R!Gtc PL.0 b AT :o. x VINP of Plt'5 -oh CONSTRUCT MANHOLE "6" :�::. .. PER CITY 0r ICANGNO GUGAMONGA 5TO. OW6• NO. 90V CoNSTwUGT MAt*No.0 "A'_ N+. •W+``nnJ ,z�e5 (I I ! Nvi . ti`�', � II .r�'• Q° Q°- ��P SP eL GIT`! OF Go �8 5 ,.:': •. \��:_;•.��.��O' o'• :"L'._��a:. I o.5.;OUGAMON60A ST . CNG. ¢ CT EMPCONST! c : 0 ellNZ) ow, M!05 N o.o8C veo 1. N Goo 50"� 2GP . ow 57"6 loN Z .L002 _ 5 0.04Ge oi, �'t '• ;y.•.` Y `m ,•(Ii t I \v1 V �-GP - � I i err co 5 27+!&183 27+14PAI J —�-- e4 4- MANHOLE B F SECTION tE 6 — -- - _ 6 roddrx GOT, 59. AN Gd. 1't!55 11D �— Nco P, O'ENING Ext r �• MANHOLE B A � 4 G STI D �Go 2 5 �' �.� > i. %9// N / ,'T Q 0. OfAq I eST !NLLT JUNCTICMI £�TRUG`*U,4E 2 y G ON Uh!D!✓7. JR!5ED DTR" 0R•FA:� E �t WA!� GOMAG'�..D �\G!c f;-L I P.A-GK OF WALL AOrGOI�IS? JOINT 3 o/ �K - 371 +07 52 CUTLET p 3701 �, SECTION D CONST JVMCrON - _ I 2 sTmumwe I'E!'� — INT J h -3 I �•FAGE or- WALL CORP 3 OF ENG1- � ------n, 3 I 0 + Z °� i I a / o ! 6 r _ ti cS1 JutiGTIoN ST¢dGTUFE x� J' �� �� o v "G" CASE 5� DE"A t i. G °� o� Cf r - x 0 ? \ �� - 0 4 Q vRoPrt� miner FL o,5' z-�7-17 5�•s+ e p o XX ox eGo, y� 0us -1p . s 4- 41111 � + Q c:to *s * 01C OUTET To 01-!A44NF-11 NO. DESCRIPTION DATE BY SM!N .Cut- ?*rto 2'-G' 3r- G�2� �!r-712" 2-G' S� MIN GL.R IoM V7 '6v \ I (-E)(1ST VE?tT WAIL ExIST VS!z7 vvaL�L CONSTRUCTION NOTES REVISIONS JOINT a JoI,tiT 1) CUT EXISTING REBARS MIDWAY OF PROPOSED OPENING AND BEND 2' CLEAR ON CITY OF RANCHO C U C AM 0 N G A SIDES AND TOP, 3" CLEAR ON BOTTOM, OF FINISH WALL FACE. JUNCTION STRUCTURE SITE B DUCTION STRUCTURE PLAN C , Q � LAP 30 BAR DIAMETER MINIMUM OF SMALLER BAR AND TACKWELD 1/4" AT 2" O.C. STORMDRAIN ASSESSMENT DIST. p OO 6 6 O EXISTING CHANNEL WALL REBARS (CUT MIDWAY OF PROPOSED OPENING). LINE 4P O 2 NO. 6 HORIZONTAL REBARS ABOVE AND BELOW OF NEW OPENING. EXTEND 18- DETAILS MINIMUM BEYOND OPENING. O5 NO. 5 LONGITUDINAL REBARS AT 12' O.C. Q�pI ESr��A X,015rQ,,v r/pAl NI. APPROVED BY EXPieers DATE g—ZI—BG ��� �( f• /rR �C t�, CITY ENGINEER R.C.E. NO. 23889 06 NO. 5 SEC11ONAL REBARS AT 120 O.C. F�C� DESIGN Q y PREPARED IN THE OFFICE OF RECOMMENDED W 07 NO. 5 DIAGONAL REBARS AT 4" O.C. No. 12183 DWIGHT F. FRENCH, INC. "�A' •cr_ tr•�s� DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR, CALIFORNIA 91765 O LAP 180 MINIMUM. �, J+ elvtL t B.d. (81 - 1 1 ) 594-2943 6 OF 7 lgTFf„rlt.fdt`•,i� CHECKED 12183 DRAWING N0. 09 3/4 " CHAMFER ON THREE SIDES. rF R.C.E. NO. DATE FILE NO. /D70 l ' c z z CURVE DATA (� ---EASTNlCLN LINE OF 6= 2 3G 4b a >r- o -� I.OT F'• o a z o g o `z'`_' R= 0250.00' .� �" 25' WIDE EASEMENT I � � � � � CURVE DATA � o J s: _ L' 285.01' o .+a. FOR PUDWG UTILITY ��� + +G c �' est 3(048 + + o T, 142.5(' N N PURPOSES. 1 N `� ` Rs (0250.00' `z' f OF 46 DIA. K-C.P. •� ,� � � �c T• 142.5Co� r 6 - 50, n 7 I 5TO RM DRAIN. rArr E"° xQ ..� 3 AVENUE o ® AMtAO H IGHLAND Twom r DETOUR Q 0 TYP. rN 3 AwtA. 0 50' t - log _ _ ' EXi 6T. STM P I KIS 1 - N - • , • t , 'eAe e[Tov �� . OF HIGHLAND AVENUE EMD �� ce,n:„craw `� Awcu "CAD yeas L.1 G " u s a DETOUR 30 PORTApLE DELINEATORS CTYP.) 4, CURVE DATA �' I z 4 5 GURVE DATA w 3 � • 48"� .2 Z j a S N z r A•20 5G�4b" 2 c v0 8 $ c Ri (0250.00 0 0 ."�. l_- o g M < °„ i t- 00 R' fo250.00 0 �, � "" L 285.01 ,; sv v E .r r- L 265.01' s � fGj .� + '� + -- N -J 1� + T • 142.9(o' + o'4 + o + meq' a ��o {� r- T ` 142.5f0 + r- O 1� V N V V ,L � 3 N 3 S N W N CQ �Ut1 5 _ 8 z o .•-EA5TERl.Y LINE Or o ^ 8 a r v GURVE OATA t- $ o $ z o .� wr P. CURVE DATA u, 0. 550 O i + 25 WIDE EASEMENT [ s 2500.00 N FOR PU6LIG UTILITY ��� N Z IOC. 2600.00' � ,L`• 2(06.19' PURPOriE6. .�► ¢ L• 2(06.19' 6 N = 134.60' u n I --- OF 46r DIA. IC.G.f. rArn T' 134.50' 2 n nee HIGHLAND C.e "D FORTABI-E DELINEATORS (TYr� 5?ORM DRAIN. 3 AM[AO AM[Ae 50' Twa, DET41 D R AV E N U E w.. 3 N• - • • lie MAO _ A N (},� HIGHLAND AVENUE 5TlCtPING 1 - _ ccs �9 eOAe <,... acro � OCTOUR . 30 - Z .«. •N 3 5 3 rAnA j a II J j +v Q a GURVE DATA w » GURVE DATA v o �, 0 5a 0=5050 01 '4 �». z �' N ? TYP. R s 2800.00` v t� p • y_ s O Q. v %U Q O 'D �_ K 2600.00' 5 4 g �- L= 2bs.1J o v c o o Z u1 $ .s, `� o v� ,',�, L' 2feb.19' ` o w u, rte- + i Ir T Ib4.50 .� 'r K + o .9 w o.[ r r- r N 3 s t4 mss, N am d IS%d- N o1 _ v u CZ14ERAL IMI N011 ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE i CONSTRUCT TEMPORARY CONCRETE BARRICADES AND PORTABLE (� CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND UPON CdMPLETION OF EXCAVATION STANDARD PLANS - CURRENT EDITIONS. CONTRACTOR SHALL BE FAMILIAR WITH DELINEATORS IN LOCATIONS SHOWN. TEMPORARY BARRICADES SHALL BE AND SMALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND MARKED WITH ORANGE AND BLACK TYPE "P" MARKERS OR EQUIVALENT EXIST. A.G• FAV ING IWUKE A.G. PAVING IN KIND. , SPECIFICATIONS. REFLECTORS PER CALTRANS STANDARDS. AL PIPELINES OR SUBSTRUCTURES OF AND KIND, TELEPHONE OR POWER POLES, 2 REMOVE EXISTING PAVEMENT STRIPING ON HIGHLAND AVENUE OUTSIDE OF I' b 5AWCUT EXISTING MVEMENT WATER METERS,VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE DETOUR ROUTE. M(N. MIN. (TYfIGAO sT.Y Riw N"LY RAW IMPROPLANSVEMENTNTHE WORK ISG TO BEWADONELIMITS SHAL BE REMOV D RELOCATED,WHERE OR Q 3 PLACE #" SOLID WHITE TEMPORARY TRAFFIC TAPE AND INSTALL ONE WAY PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CRY, STATE, OR CLEAR REFLECTIVE MARKERS AT EDGE OF TRAVELLED WAY PER DETAIL 1. —._-- DEVEL OPER ,� =pU + 0 4 PLACE #" DASHED YELLOW TEMPORARY TRAFFIC TAPE AND INSTALL TWO ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE WAY YELLOW REFLECTIVE MARKERS AT CENTERLINE OF PAVEMENT PER ■ SNORING6 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO DETAIL 1. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3 REMOVE ALL TEMPORARY PAVING, REFLECTORS, BARRICADES AND STRIPING ' UPON COMPLETION OF STORM DRAW CONSTRUCTION OPERATIONS. rMTA15LE WO X- BARIZIGADE A PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF TRANSPORTATION 2 3'•a,' 4.Ge �'.aJr (CALTRANS)PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE STATE 6 PAINT#"SOLID WHITE LINE AT EDGE OF TRAVELLED WAY TO MATCH EXISTING HIGHWAY RIGHT-OF-WAY. 24' 3' s 6 1 8 I4' I I T AFTER COMPLETION OF CONSTRUCTION. LO..IC.G.P. % i �b. �kl AL GRADE STAKES SHALL BESET BY THE CONTRACTOR OR ENGINEER. PAVING 7 PAINT #" DASHED YELLOW LINE AT CENTERLINE TO MATCH EXISTING AFTER '`' '0• LOAD' 1350 PORTABLE DEL-10FATOR'Z O STAKES SHALL BE SET AT AL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN COMPLETION OF CONSTRUCTION. <_� C/ �� 0.10 FOOT OF SUBGRADE ELEVATION,AND AT NOT MORE THAN 30-FOOT INTERVALS. `n © E PLACE STRUCTURE BACKFILL PER CALTRANS STANDARD SPECIFICATIONS _ SECT_ION A A - Q COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, SECTION 19-3.06, USING METHOD 2 AND METHOD 3 BACKFILL PER CALTRANS COMPACTED ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED. A STANDARD PLAN A-62-D,SEE SHEET 3. N.T.$. CONSTRUCT EXISTING AC WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE TEMPORARY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/ R L E G E N D 2 AC PAYING PAVEMENT SURRFFAAC ING�A9TIYF SOIL UNDER THE DETOUR STRUCTURE SECTION SHALL BE WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOD. WHICH CONSISTS OF A • PORTABLE DELINEATOR I'tMIN. (j HIGHLAND ROCKY MATERIAL, THE SUBGRADE SHALL BE OVER EXCAVATED 12-INCHES MIINIMUM AND BEDDED WITH MATERIALS FREE OF ROCKS LARGER THAN 14NCH M 6169 NI=nn= ! PRIOR TO PLACING PIPE. G' 00 G'-0� OYEICCUT AND COMPACTED 6EDDlNG ESTIMATE OF QUANTITIES 5 PROVIDED BY THE ENGINEER ONLY FOR THE jIE FLAS1410 YEU-OW BEACON dAGKFILA, FREE OF KOGKS CONVENIENCE OF THE DEVELOPER. THE CONTRA&OR SHALL MAKE HIS OWN • - TYPICAL SECTION D D DETERREM OFIWORION OF CONSTRUCTION K R QUIRED BY HESE PLANS WHICH IS NOT SBEFORE PECIFICALLY LISTED IN o FLASHING ARROW 5169 12'-0 __ LARGElC THAN I- INCH tER MITTING A BID. ANY PORTABLE DELINEATORS StEGIFIGAT1ONO. THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER tiN010E THKEE y10E5'OF TRENCH MIITNIN 7'-0" MIN. 0 + ITEMS OF WORK. TCMPOICARY PAVEMENT (2"A.C.) c . 7'O. MIN. SHORE THREE SIDES OF TICENGH Wt1NIN GALT1CAN5 RIbHT'OF'WAY TRENCH SHORING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD CALTRANG IC16HT-OF-WAY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,LATEST EDITION,AND BY THE DETOUR PATFI t01CtADLE GONG. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 5AICRICADE, roICTAbIk LONG. - � OF HIGHLAND AVENUE `� EX 57. A.C. rAVt:-M�Nr dAfCR1GADE OP H1614LANO AVENUE LATEST E°moN. I I a : . .. I ® DURING CONSTRUCTION APO REMOVAL OF DETOURS, ONE LANE TRAFFIC CONTROL Rt;VlsarD TYP SEGt1o� �.D E 6o�lS'fIC /rc?tB S /W•/A- _ XIST. A.C. PAVEMENT _ WILL 8E USED PER CALTRANS STANDARDS. REFER TO CALTRANS STANDARD �JQ, I�ESG121PT10�►J pit L�' 1� .00�j IaiRa„ ��I Nell — — - PLANT-13. _ _ W-P-V i5101�1 SHORING TEMPORARY AC PAVEMENT SHORING �CONSTI�UGT AROUNO PIPE) / oQROf ESSION9l e EDGE OF TIzAYELEU WAY ;��� CITY O F RANCHO C UC AMONG A z 8 t2' IHI D 8 KEMOVE EXIOT. fLYW000 GOYEIC �b�LO. R.G.P. MnI• COMPACTED GAGKFILL � Kim. AND CONNECT PIPE. e _ '�-4" SOLID WHITE y W D LOAD: 1350 l.D. R.G.P. z N TRAFFIC DIRECTION 4�� NO. 12183 STORM DRAIN ASSESSMENT DIST. D LOAD = 1350 < M 0 ONE WAY CLEAR REFLECTIVE MARKS LINE 4P w 10TAt'l. TEMroFARY I- INGI4 _ of s CI VII --- I PLYWOOD GOVEIC. W 2-4"�L1D Y�[.e.oa/ 1,91£Of CA��E��� / N rw0 wAY YEL�ow alr��ECT�VE MARKERS HIGHLAND AVENUE DETOUR ALIGNMENT FLOW !'I.4w w _ ® 40' ONr- WAY CLEAR REFLF_CTIVE MARKER APPROVED BY DATE TRAFFIC DIRECTION 4• SOLID WHITE �_ CITY ENGIN R.C.E NO. 23889 44' DESIGN RECOMMENDED �St LEGT bEODiNG' �66LEGT •De9DINC�� ' -� 1 PREPARED IN THE OFFICE OF a,l-:uu aa�uu lural= lug=ml_ EDGE OF TRAyEL_LED WAY G.L. DWIGHT F. FRENCH, INC. DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET UNDERGROUND SERVICI DIAMOND BAR. CALIFORNIA 91765 _ SECTION_ _ B --_B_ SECTION C _— C DETAIL I �L. (818 12-53 14) 594-2943 7 OF • 7 CHECKED DRAWING NO. N.T.$. I ID I ,�,/ LER R.C.E N0. "800.422-43 GATE // FILE No. 1070